2015-09-09_PERMIT FILE - C1981019 ‎(37)‎

• Permit No: C1981019
• IBM Index Class Name: Permit File
• Doc Date: 9/9/2015
• Doc Name: Attachment 1 to Attachment 12
• Section_Exhibit Name: Exhibit 07 Streeter Pond 001A
• Media Type: D
• Archive: No

9
SEDCAD 4 for Windows
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14
5 Lructure # j
C
—5— Null
--
Initial Pool Elev:
6,583.00
Initial Pool:
2.60 ac -ft
*Sediment Storage:
0.00 ac -ft
Dead Space:
20.00%
-No sediment capacity defined
"I,�M - I �,,, 0
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
6,588.00 50.00 1.50:1 1.50:1 20.00
IV 19 rom. zTq I
Riser Riser Heig Barrel Barrel Barrel Slo Pe
Diameter Diameter
Number of
Mannings n Spillway Elev Holes per
(ft) Length (ft) (0/0)
(in) (in)
Elev
12.00 3.70 18,00 250.00 4.50
0.0240 6,585.00 2
Dewatering time Is calculated from peak stage to lowest spillway
Area
Capacity
Discharge Dewater
Peak Elevation:
----------------- ..... .. ........
6,587.27
---------- —
Time
HIgraph Detention Time:
9.47 hrs
(ac -ft)
(d$) (hrs)
Pond Model:
CSTPS
0.000
0.000 Top of Sed. Storage
Dewater'nme:
2.35 days
0.011
0,000
Trap Efficiency:
51.21%1
0.037
Dewatering time Is calculated from peak stage to lowest spillway
Filename, streeler_25yr_24hr,sc4 Printed 01-29-2006
Exh. 7 -SP -58 Revision Date: 2/1/06
Revision No.: TR -63
Area
Capacity
Discharge Dewater
Elevation
Time
(ac)
(ac -ft)
(d$) (hrs)
6,578.00
0,012
0.000
0.000 Top of Sed. Storage
6,578.50
0.036
0.011
0,000
6,579.00
0.071
0.037
0.000
6,579.50
0.173
0.097
0.000
6,580-00
0.322
0.218
0.000
6,580.50
0.413
0.402
0.000
6,581.00
0.517
0.634
0.000
6,581.30
0.692
0.814
0.000
Filename, streeler_25yr_24hr,sc4 Printed 01-29-2006
Exh. 7 -SP -58 Revision Date: 2/1/06
Revision No.: TR -63